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Microstructure and physical-mechanical characteristics of treated kaolin-bentonite mixture for application in compacted liner systems (2021)
Journal Article
Eyo, E., Abbey, S., Oti, J., Ng’ambi, S., Ganjian, E., & Coakley, E. (2021). Microstructure and physical-mechanical characteristics of treated kaolin-bentonite mixture for application in compacted liner systems. Sustainability, 13(4), https://doi.org/10.3390/su13041617

Treated bentonite-rich soils used as liner materials in landfills may provide an effective solution to the problems of increased void ratios upon swelling at reduced suction as well as desiccation cracking when suction is increased during desaturatio... Read More about Microstructure and physical-mechanical characteristics of treated kaolin-bentonite mixture for application in compacted liner systems.

Appropriate use of lime in the study of the physicochemical behaviour of stabilised lateritic soil under continuous water ingress (2020)
Journal Article
Okeke, C., Abbey, S., Oti, J., Eyo, E., Johnson, A., Ngambi, S., …Ujile, M. (2021). Appropriate use of lime in the study of the physicochemical behaviour of stabilised lateritic soil under continuous water ingress. Sustainability, 13(1), 1-26. https://doi.org/10.3390/su13010257

Licensee MDPI, Basel, Switzerland. Lime stabilisation is one of the traditional methods of improving the engineering properties of lateritic soils for use as subgrade and foundation materials for the construction of road pavements and highway embankm... Read More about Appropriate use of lime in the study of the physicochemical behaviour of stabilised lateritic soil under continuous water ingress.